Test 2016-07-16-1-1 (ASTM A370-15) Summary

Project Information
Project IdentifiersProject ID: 3807
DEA: 07121844
EFIS: 0700000117
DIST-CO-RTE-PM07-LA-5-42.8/47.3
Work DescriptionCONSTRUCT HOV LANES, RETAINING WALLS AND SOUND WALLS.
Location DescriptionLOS ANGELES COUNTY IN LOS ANGELES, GLENDALE, AND BURBANK FROM ROUTE 5/134 SEPARATION TO MAGNOLIA BOULEVARD OVERCROSSING
Sample Information
Sample Taken Date7/16/2016 Sample Unique Key1
Will the laboratory/organization for which you are a member perform testing on this material sample?Yes Date that the sample was received by the laboratory/organization performing the testing7/26/2016
Sample typeQuality Assurance A brief description of the sampleCheck Sample Plates
The quantity of what the sample constitutes12 From where was the sample collectedFabricator
First name of sampler or witnessed byRussel Last name of sampler or witnessed byLynch
Title of samplerUnknown Laboratory sample identificationUnknown
The fabricator/manufacturer/facility nameStinger Bridge Iron Transportation Laboratory (TL) NumberC952637 thru C952648
Inspector Lot Number from the Transportation Laboratory (TL) FormL9607216 Structure unique identifierNot set
Structure nameNot set
Material Information
Material TypeSMTL TM6 - Steel Check Sample Plate Heat Number(s)2U133-403, 2U025-902, 2U036-503, 2U229-203, 2
Material SpecificationA709 Grade50
Thickness.5in .625in 1in 1.25in ShapeSquare
Metal Foundry Manufacturer (Mill)EVRAZ Plate Dimension12in x 12in
Test Details
DIME Sample ID: 2016-07-16-1
DIME Test ID: 2016-07-16-1-1
Testing Lab: CT HQ - Sacramento Structural Materials Testing Laboratory
Test Method: ASTM A370-15: Standard Test Methods and Definitions for Mechanical Testing of Steel Products (Tensile - Round Sample)
Test Release Date: 2016-08-09
Test Results

Number of Samples: 24
Input Type: Calculated
Tester's full name: Brian
Date of test: 08/03/2016
UTM:67KIP
Temperature:72 F
NumSampleHeat NumberDiameter (in)Area (sqin)Stress at Offset (psi)Tensile Strength (psi)Elongation in 4 x d (%)Tested By
12U2290.4950.1924535327344029.6Brian
22T7400.4970.194650057678030.3Brian
32U0590.4950.1924558287241029.3Brian
42U0590.4960.1932553157286029.3Brian
52T9230.5010.1971681458474027.3Brian
62T9230.4930.1909718358538022.4Brian
72T9520.4970.194682008265026.8Brian
82T9520.4980.1948674198243024.6Brian
92U0250.4950.1924594878150027.5Brian
102U0250.4980.1948593798127028.5Brian
112U0360.4930.1909543377406029.6Brian
122U2290.4940.1917536627328029.6Brian
132U0360.4950.1924545087397031.6Brian
142U0240.4970.194546727648028.3Brian
152U0240.4950.1924550517678029Brian
162T2760.3460.094670668332027.9Brian
172T2760.3470.0946670848345023.1Brian
182U1330.4970.194546177650027.1Brian
192U1330.4970.194541127659027.5Brian
202U2300.4960.1932541287392029.8Brian
212U2300.4940.1917535987404031Brian
222U1340.4970.194632977590030.5Brian
232U1340.4990.1956624347605030.5Brian
242T7400.4960.1932662527663030.4Brian

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Test Graph

Test was verified on 08/09/2016